CN109680613B - Simply supported variable structure continuous bridge construction monitoring method - Google Patents
Simply supported variable structure continuous bridge construction monitoring method Download PDFInfo
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- CN109680613B CN109680613B CN201811543466.0A CN201811543466A CN109680613B CN 109680613 B CN109680613 B CN 109680613B CN 201811543466 A CN201811543466 A CN 201811543466A CN 109680613 B CN109680613 B CN 109680613B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
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Abstract
The invention relates to a method for monitoring construction of a simply supported variable structure continuous bridge, and belongs to the field of civil engineering. The method comprises the following steps: s1: establishing an expert database; s2: building a full construction stage growth BIM bridge structure model; s3: after the working condition of the first construction stage is finished, acquiring and processing geometric data of the bridge after the first construction stage is finished to form an actually measured three-dimensional image of the stage; s4: carrying out deviation comparison on the actually measured three-dimensional image and the BIM bridge model to obtain a deviation control value; s5: inputting the deviation control value into an expert database, and feeding back construction control data; s6: in the next construction stage, the construction of the next stage is finished according to the guidance of construction control data, and meanwhile, the expert database automatically updates the database; s7: and automatically acquiring the real-time three-dimensional image of the bridge again, and comparing the acquired real-time three-dimensional image with the growth BIM bridge model in the full construction stage again to form a cycle. The invention realizes the visual monitoring and control based on the construction process.
Description
Technical Field
The invention belongs to the field of civil engineering, relates to a database-based visual monitoring and control system for a construction process, and particularly relates to a simply supported variable structure continuous bridge construction monitoring method.
Background
From the distribution of bridge defects at present, the bridge defects of medium and small span are far more than those of large span bridges. The bridge diseases of the small and medium-span bridges of the bridge depend on the construction quality to a great extent, and the bridge monitoring is mainly applied to the large-span bridge, so that the construction monitoring of the small and medium-span bridges is omitted. The simply supported-structure-after-structure continuous beam bridge is limited by natural environment and various actual conditions in the actual construction process, and the construction process has certain randomness. The research on the factors of creep, temperature action and the like of the simply-supported-structure-after-structure continuous beam bridge is not sufficient. Compared with the traditional monitoring means of simply supporting the continuous beam bridge before structure, the information technology is not sufficiently applied and has no real-time monitoring performance. Therefore, as the most widely applied bridge type, the construction control standard and theory of the simply-supported-structure-after-continuous beam bridge urgently need to utilize an information-based database to assist in realizing construction monitoring and guidance.
Disclosure of Invention
In view of the above, the present invention provides a method for monitoring a continuous bridge construction with a simple support and variable structure, which implements a visual monitoring and control system based on a construction process, thereby ensuring the safety of the bridge construction.
In order to achieve the purpose, the invention provides the following technical scheme:
a method for monitoring the construction of a simply supported variable structure continuous bridge comprises the following steps:
s1: establishing an expert database which has a learning function and reflects the relation between the bridge deviation and the construction control data;
s2: building a full construction stage growth BIM bridge model;
s3: after the working condition of the first construction stage is finished, acquiring and processing geometric data of the bridge after the first construction stage is finished by adopting an automatic optical imaging method to form an actually measured three-dimensional image of the stage;
s4: carrying out deviation comparison on the actually measured three-dimensional image and the BIM bridge model by utilizing a sampling image superposition technology to obtain a deviation control value to be adjusted;
s5: inputting the deviation control value into an expert database, and feeding back construction control data from the expert database;
s6: entering the next construction stage, finishing the construction of the next stage according to the guidance of construction control data, and simultaneously leading the deviation control value to be adjusted and the construction control data fed back from the database into the database by the expert database for learning so as to obtain an updated database;
s7: and automatically acquiring the real-time three-dimensional image of the bridge again, and comparing the acquired real-time three-dimensional image with the growth BIM bridge model in the full construction stage again to form a cycle.
Further, in step S1, the construction control data includes: creep, age of material, temperature, structural system conversion, effective prestress of positive and negative bending moment zones and the like.
Further, in step S1, the relationship between the reaction bridge deviation and the construction control data includes: (1) prefabricating and preparing construction condition standards; (2) controllability of each influencing variable of the dynamic variable field; (3) the sequencing principle of multivariable lower control techniques.
Further, in step S1, the expert database is a database with learning function generated under data optimization based on a neural network. When the system is applied to a specific project, the received data is automatically learned, and a corresponding rule of the variable with a larger sample quantity and the dependent variable is obtained.
Further, in step S2, the full construction stage growth BIM bridge model is obtained by connecting and correcting the ideal growth BIM model and the measured data.
Further, in step S3, the automatic optical imaging method specifically includes: after the bridge after the first construction stage is finished is photographed, point cloud data on the photo is processed in a digital mode, and the digital points are processed to form an image, so that the monitoring process is visualized.
Further, the step S6 specifically includes: inputting the construction guidance data into the next construction stage after the first construction stage is completed again to obtain an ideal model after the next construction stage is completed; then, after the bridge is photographed with the bridge after the next construction stage is finished, points on the photograph are digitally processed, and images formed by processing the digital points are compared; and forming a monitoring cycle combining monitoring and control in each construction stage.
The invention has the beneficial effects that: the invention realizes the interaction of the subsection control of the construction error and the construction monitoring and control by constructing the expert database and adopting the contrastive analysis of the measured data and the ideal data, thereby realizing the visual monitoring and control of the construction process.
Drawings
In order to make the object, technical scheme and beneficial effect of the invention more clear, the invention provides the following drawings for explanation:
FIG. 1 is a flow chart for building an expert database;
FIG. 2 is a flow chart of a comparative analysis of a BIM image and a measured three-dimensional image;
fig. 3 is an expert database workflow diagram.
Detailed Description
Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
The embodiment provides a method for monitoring construction of a simply supported variable structure continuous bridge, which comprises the following steps of:
s1: determining influence factors influencing the construction of the simple-support variable structure, researching the influence rules of the influence factors, and establishing an expert database of 'dynamic variable field-structure behavior' with a learning function; the study of regularity includes: the effective prestress influence rule of the positive and negative bending moment areas; creep, temperature and other factors influence the law; determining structural system conversion influence factors and influence rules thereof; others may affect the correction law.
Determining influence factors and researching influence factor rules: (1) prefabricating and preparing construction condition standards; (2) controllability of each influence variable of the dynamic variable field; (3) the sequencing principle of multivariable lower control techniques. And generating a multivariate factor structure response expert database with a learning function under the data optimization based on the neural network.
The expert database with learning function is characterized in that: when the system is applied to a specific project, the received data is automatically learned, and a corresponding rule of the variable with a larger sample quantity and the dependent variable is obtained.
S2: and establishing a BIM bridge structure model growing in the whole construction stage.
The growth BIM model can be connected with actually measured data in real time, and the real-time updating model is closer to the actual situation.
S3: acquiring and processing geometric point cloud data of the bridge after the first construction stage is finished by adopting a three-dimensional laser scanning imaging method to form an actually measured three-dimensional image;
the three-dimensional laser scanning imaging method specifically comprises the following steps: after the bridge after the first construction stage is finished is photographed, point cloud data on the photo is processed in a digital mode, and the digital points are processed to form an image, so that the monitoring process is visualized.
S4: a sampled image superposition technology, wherein the actually measured three-dimensional image formed in the step S2 is subjected to deviation comparison with the BIM bridge model obtained in the step S3 to obtain a deviation control value (a) to be adjusted1，a2，a3,…)；
S5: the deviation control value (a) required to be adjusted obtained in the step S4 is used1，a2，a3…) to an expert database, the database feeding back construction control data;
s6: inputting the construction guidance data fed back in the step S5 into the next construction stage after the first construction stage is completed again to obtain an ideal model after the next construction stage is completed; then, after the bridge is photographed with the bridge after the next construction stage is finished, points on the photograph are digitally processed, and images formed by processing the digital points are compared; and forming a monitoring cycle combining monitoring and control in each construction stage.
Finally, it is noted that the above-mentioned preferred embodiments illustrate rather than limit the invention, and that, although the invention has been described in detail with reference to the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the scope of the invention as defined by the appended claims.
Claims (5)
1. A method for monitoring the construction of a simply supported variable structure continuous bridge is characterized by comprising the following steps:
s1: establishing an expert database which has a learning function and reflects the relation between the bridge deviation and the construction control data; the expert database is a database with a learning function generated under the data optimization based on a neural network;
s2: building a full construction stage growth BIM bridge model; the full construction stage growth BIM bridge model is obtained by connecting and correcting an ideal growth BIM model and measured data;
s3: after the working condition of the first construction stage is finished, acquiring and processing geometric data of the bridge after the first construction stage is finished by adopting an automatic optical imaging method to form an actually measured three-dimensional image of the stage;
s4: carrying out deviation comparison on the actually measured three-dimensional image and the BIM bridge model by utilizing a sampling image superposition technology to obtain a deviation control value to be adjusted;
s5: inputting the deviation control value into an expert database, and feeding back construction control data from the expert database;
s6: entering the next construction stage, finishing the construction of the next stage according to the guidance of construction control data, and simultaneously leading the deviation control value to be adjusted and the construction control data fed back from the database into the database by the expert database for learning so as to obtain an updated database;
s7: and automatically acquiring the real-time three-dimensional image of the bridge again, and comparing the acquired real-time three-dimensional image with the growth BIM bridge model in the full construction stage again to form a cycle.
2. The method for monitoring the construction of the simply supported and variable structure continuous bridge according to claim 1, wherein in step S1, the construction control data comprises: creep, age of material, temperature, structural system transformation and effective prestressing of positive and negative bending moment zones.
3. The method for monitoring construction of a simple supported variable structure continuous bridge as claimed in claim 1, wherein in step S1, the relationship between the reaction bridge deviation and the construction control data comprises: (1) prefabricating and preparing construction condition standards; (2) controllability of each influencing variable of the dynamic variable field; (3) the sequencing principle of multivariable lower control techniques.
4. The method for monitoring construction of a simply supported and variable structure continuous bridge according to claim 1, wherein in step S3, the automatic optical imaging method specifically comprises: and after the bridge after the first construction stage is finished is photographed, point cloud data on the photograph is subjected to digital processing, and the digital points are processed to form an image.
5. The method for monitoring the construction of the simply supported and variable structure continuous bridge according to claim 1, wherein the step S6 specifically comprises: inputting the construction guidance data into the next construction stage after the first construction stage is completed again to obtain an ideal model after the next construction stage is completed; then, after the bridge is imaged with the bridge after the next construction stage is finished, the image formed by the digital point processing is compared; and forming a monitoring cycle combining monitoring and control in each construction stage.
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| CN111130549B (en) * | 2020-02-14 | 2020-09-22 | 山东博远重工有限公司 | Bridge template on-site intelligent monitoring system and method |
| CN112575672B (en) * | 2020-11-17 | 2022-09-13 | 南京理工大学 | Method for designing and restraining bridge vortex vibration force vibration absorber based on network synthesis method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57169111A (en) * | 1981-04-08 | 1982-10-18 | Taisei Corp | Extruding and center line monitor apparatus in beam extrusion construction method |
| CN105719200A (en) * | 2016-01-19 | 2016-06-29 | 上海杰图天下网络科技有限公司 | Method for carrying out engineering progress supervision by use of three-dimensional panoramic technology by combining BIM technology |
| CN107247834A (en) * | 2017-05-31 | 2017-10-13 | 华中科技大学 | A kind of three dimensional environmental model reconstructing method, equipment and system based on image recognition |
| CN107580206A (en) * | 2017-10-13 | 2018-01-12 | 湖北聚注通用技术研究有限公司 | A kind of decoration construction scene 3-D imaging system based on multi-view image |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57169111A (en) * | 1981-04-08 | 1982-10-18 | Taisei Corp | Extruding and center line monitor apparatus in beam extrusion construction method |
| CN105719200A (en) * | 2016-01-19 | 2016-06-29 | 上海杰图天下网络科技有限公司 | Method for carrying out engineering progress supervision by use of three-dimensional panoramic technology by combining BIM technology |
| CN107247834A (en) * | 2017-05-31 | 2017-10-13 | 华中科技大学 | A kind of three dimensional environmental model reconstructing method, equipment and system based on image recognition |
| CN107580206A (en) * | 2017-10-13 | 2018-01-12 | 湖北聚注通用技术研究有限公司 | A kind of decoration construction scene 3-D imaging system based on multi-view image |
Non-Patent Citations (1)
| Title |
|---|
| 基于三维激光扫描和BIM 模型在桥梁施工阶段质量管理中的研究;田云峰、祝连波;《建筑设计管理》;20140825(第8期);第87-90页 * |
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